Support for use in mine

ABSTRACT

A support comprising an outer casing having a main axis, the outer casing comprising a first casing part and a second casing part, the first casing part being at least partially receivable within the second casing part to enable relative movement therebetween in the axial direction, the casing parts having a cavity therein at least one of which has a core which includes a compressible medium, the support further including a pressure responsive system configured so that under the influence of pressure it can cause the relative displacement or movement between the first and second casing parts.

TECHNICAL FIELD

This disclosure relates generally to supports suitable for use, for example, in mines and more particularly to apparatus which provides support for the walls, floor or roof of a mine tunnel, roadway or shaft. The use of the words “floor” and “roof” hereinafter includes within its scope any opposed walls such as the side walls of a tunnel, such as a mine tunnel, roadway or shaft or any other structure requiring support.

BACKGROUND ART

There is a constant danger in underground mining of the collapse of the mine tunnel. Many different arrangements have been proposed to inhibit the collapse of in particular the roof of a mine. Support installations for supporting the side walls or roof of an underground mine are often categorised as primary support installations and secondary support installations. Primary support installations are those utilised during the initial excavation of the mine and may, for example, involve the installation of rock bolts into the roof and walls of the mine to stabilise the strata. Secondary support installations are used to provide stability to the strata during and after the mining operations. Examples of secondary support installations include the use of roof bolts, cable bolts or support structures erected within the mine, such structures including beams and support columns which provide additional structural support to the side walls and roof of the mine tunnel or shaft. For example, structures of this type may comprise timber or steel props or cribs, cast concrete columns and cribs or varied combinations of these materials plied together. Other structures in the art are constructed in-situ and are pumped, poured or cast with varying cementitious or other material to establish a secondary support installation. Such constructions however have certain drawbacks. For example supports constructed of precast concrete and cementitious material require form work to be set, mixing and hatching systems established and managed and employment of a number of operators underground on site during construction. Furthermore such installations can only function following the separation strata and the convergence of roof or the heave of floor has begun before they begin to function in the designed manner.

Another type of support which has found considerable success is the type which comprises an outer shell which is filled with a compressible or crushable material. The outer shell is also designed to collapse or yield at least to a certain extent as a result of for example subsidence of the main roof. The problems associated with supports of this type is that they are time consuming to install. Furthermore, it only provides a passive support arrangement in that it needs a subsidence to occur before it will commence to load the mine roof.

SUMMARY OF THE DISCLOSURE

According to a first aspect there is provided support comprising an outer casing having a main axis, the outer casing comprising a first casing part and a second casing part, the first casing part being at least partially receivable within the second casing part to enable relative movement therebetween in the axial direction, the casing parts each having a cavity therein at least one of which has a core which contains a compressible medium, the support or column further includes a pressure responsive system configured so that under the influence of pressure it can cause the relative displacement or movement between the first and second casing parts. In certain embodiments the arrangement is such that in use a load can be applied to a wall of a structure which is to be supported.

In certain embodiments the first and second casing parts comprise first and second tubular members which in one form comprise tubular or cylindrical bodies which may be circular in cross-section or any other suitable cross-section such as square the first cylindrical body being at least partially receivable within the second cylindrical body in slidable or telescopic fashion. In certain embodiments at least one of the first or second casing parts is configured so as to be at least partially collapsible or adapted to yield under an axial load. In one embodiment it is the first casing part and in another embodiment it is the second casing part. In certain embodiments both the first and second casing parts are configured so as to be at least partially collapsible or adapted to yield under an axial load. In certain embodiments the first and second casing parts are formed from metal such as for example steel such as roiled mild steel and hot roiled mild steel. In other embodiments the casing parts may be formed from composite materials.

In certain embodiments each casing part has a cavity associated therewith and a core section disposed therein. In certain embodiments the pressure responsive system comprises a zone which can provide for a pressure chamber disposed between the core sections.

In certain embodiments the pressure responsive system comprises two barrier walls within one or both cavities which are adapted to be axially displaced relative to one another under the influence of pressure within the pressure chamber which is disposed therebetween. In certain embodiments the bather walls are in the form of disc like elements mounted in a plane which is lateral and preferably at right angles with respect to the axial direction and having a cross-sectional dimension similar to the cross-section dimension of the cavities.

In certain embodiments the pressure responsive system further includes a pressure medium delivery assembly for delivering a medium under pressure to the pressure chamber. In certain embodiments the assembly comprises a feed conduit pipe or line having an inlet operatively connectible to a pressurised medium source and a manifold between the feed conduit or pipe for delivery pressurised medium to the pressure chamber from the feed conduit or pipe. The pressurised medium may comprise non-compressible substance such as a cement grout which may be an expanding rapid set grout or may be water, emulsion, fluid, oil or other non-compressible hydraulic medium. In certain embodiments at least part of the pressure responsive system is at least partially encased within the core section in the second casing part. In certain embodiments the feed conduit pipe or line and the manifold are encased within the case in the second casing part. In certain embodiments the pressurising medium which comprises a non-compressible or hydraulic substance is arranged such that the support can adopt an activated mode in which the pressure chamber contains the pressurised non-compressible substance, the arrangement being such that the pressure chamber in the activated mode provides for a non-compressible region between the two core sections each of which contain a compressible medium.

In certain embodiments each barrier wall has a transfer aperture or passage therein. In certain embodiments a venting port is provided which is in communication with the casing in the second casing part.

In a second aspect there is provided a method of assembling a support, the support comprising an outer casing having a main axis the outer casing comprising a first casing part and a second casing part, the first casing part being at least partially receivable within the second casing part to enable relative movement therebetween in the axial direction, each casing part having a cavity therein for receiving a core section which comprises a compressible core forming medium, the support further including a pressure responsive system configured so that under the influence of pressure it can cause the relative movement between the first and second casing parts, the pressure responsive system including a zone which provides for a pressure chamber disposed between the cavities for the core sections, the support further including at least one transfer passage between the cavities, the method including the step of feeding compressible core forming medium to one of the cavities whereby at least a portion of the core forming medium passes through the or each passage into the other cavity.

In certain embodiments the core forming medium is fed into the cavity in the first casing part and the said at least portion thereof passes through the or each passage to the cavity in the second casing part.

In certain embodiments the core forming medium is fed into the cavity in the first part until each cavity is filled.

In certain embodiments the pressure responsive system comprises two barrier walls within at least one of the cavities the or each transfer passage being in the barrier walls.

In certain embodiments the barrier walls are in abutting relation when the core forming medium is being fed to one of the cavities.

In a third aspect there is provided a method of installing a support in structure which comprises two spaced apart opposed walls, the support or column being as described above the method comprising the steps of locating the support, when in a retracted state and non-active mode between the opposed walls, causing the pressure response system to generate a pressure thereby causing axial displacement of the first and second casing parts so that the support adopts an activated mode in which a force is applied to at least one of the walls of the structure.

As is apparent from the foregoing, in certain embodiments of the support, when in use, the arrangement can provide for a preloading of the structure to be supported. In the particular application of providing support for a mine roof this can be particularly advantageous. The roof strata in most underground mines is made up of laminations of compressed stone, rock, clay, mud and in some cases coal material. Materials that are laminated together provide a very strong support structure. A first principle in underground mining is to ensure that those laminates remain strongly bonded together and do not separate under load. The support provides a high degree of clamping pressure to maintain strata laminations and strengthen the roof.

Furthermore, in certain embodiments, when the support is in an activated mode, the support structure of one embodiment is separated into three distinct zones; the first zone being the core of compressible medium in the first casing part; the second zone being the core of compressible material in the second casing part; and the third zone being the pressure chamber when filled with pressurized non-compressible or hydraulic medium which is disposed between the first and second zones. Yield or loading of the structure is managed in both the first and second zones and rigidity and stiffness is managed in the third zone of the support.

Furthermore as described in certain embodiments the pressure responsive system is disposed within the cavities and comprises two barrier walls which are axially displaceable relative to one another with a pressure chamber therebetween which can convert a small force into a much larger force, capable of doing work. By arranging the system within the support, work done is, extending the length of the support and applying a clamping force to the roof strata. The configuration ensures that all available area within the support is utilized to maximise the force that can be generated.

BRIEF DESCRIPTION OF THE DRAWINGS

Notwithstanding any other forms which may fall within the scope of the methods and apparatus as set forth in the Summary, specific embodiments will now be described, by way of example, and with reference to the accompanying drawings in which:

FIG. 1 is schematic partially cut away illustration of a support or column according to one embodiment;

FIG. 2 is a schematic sectional side elevation of the support or column shown in FIG. 1 in one position;

FIG. 3 is a similar view to that shown in FIG. 2 in another position;

FIG. 4 is a schematic exploded view of a component of the support or column;

FIG. 5 is a schematic sectional side elevation of a support or column according to another embodiment.

DETAILED DESCRIPTION OF SPECIFIC EMBODIMENT

Referring to the drawings there is illustrated a support or column 10 having a main axis 11 (FIGS. 2, 3 and 5) for use in a mine tunnel, the support or column 10 comprising an outer casing or shell 12 which includes a first casing part 13 and a second casing part 14. The first casing part 13 is at least partially receivable within the second casing part 14 so as to be capable of slidable movement or axial displacement in the direction of the column axis 11 from a retracted state or position to an extended state or position. In the retracted state or position the overall length of the support or column is less than when in the extended state or position. Each casing part 13 and 14 has a cavity 16 and 17 therein for receiving a core which in the embodiment of FIGS. 1-3 comprises compressible or crushable core sections 18 and 19. The core sections 18 and 19 may be formed in any suitable manner. In one example embodiment the core comprises an aerated cementitous material such as a low density air entrained cement. It will be appreciated however that the core could be formed in other ways such as by using materials such as foams or crushable particulate matter.

When in use to provide support between the floor and roof of a mine tunnel the support or column 10 is disposed with its axis 11 in a generally upright position and extending between the floor 80 of the mine and the roof 90 of the mine (FIG. 2). In one arrangement the first casing part 13 has an outer end 21 which, in use, is positioned adjacent the roof of the mine and an inner end 22 positioned within the cavity 17 of the second casing part 14. The second casing part 14 has an outer end 23 which in use is positioned or on adjacent the floor of the mine and an inner end 24 having an opening 25 through which the first casing part 13 can extend into the exterior of the second casing part. End caps or closures (not shown) may be located on the outer ends 21 and 23 of casing parts 13 and 14. In certain applications end caps may not be used with certain casing parts being open at one or both ends 21 and 23. In another arrangement the support or column 10 may be inverted so that the first casing part is positioned adjacent the floor 80 and the second casing 14 adjacent the roof 90.

The first and second casing parts may be generally tubular in form and in the embodiment illustrated they comprise cylindrical bodies 27 and 28 one being slidably receivable with the other in telescopic fashion. The cylindrical body 27 forming the first casing part has an outer surface 31 which forms a close or interference fit with inner surface 33 of the cylindrical body forming the second casing part. A non-stick material such as silica or mould oil or a release agent may be applied to the surfaces in contact with one another. At least one or both of the casing pails are configured so as to be at least partially collapsible or adapted to yield under axial load.

The support or column 10 further includes a pressure responsive system 40 which is configured so under the influence of pressure can cause axial movement of the first casing part 13 relative to the second casing part 14. As illustrated more clearly in FIG. 4 the pressure responsive system 40 includes a zone 41 which can provide for a pressure chamber 42 disposed between the core sections 18 and 19 arranged so that pressure can be applied in the zone to cause the first casing part 13 to be displaced relative to the second casing part 14. As shown the system comprises two barrier walls 34 and 35 in the form of disc shaped plates 36 and 37 one plate 36 being secured to the inner surface of first casing part 13. The plates are adapted to be axially displaced relative to one another. The space therebetween forming the pressure chamber 42. The plates 36 and 37 are disposed in a plane which is generally at right angles to the main axis and have a cross-sectional dimension which is about the same as the cross-sectional dimension of the cavities.

A pressure medium delivery assembly 50 is arranged to deliver a pressurised medium to the pressure chamber 42. The pressure medium may be in the form of a non-compressible or hydraulic substance or fluid such as for example, water, although it will be understood other fluids or materials such as non-compressible grout may also be suitable. Prior to the delivery of pressurised fluid or material to the pressure chamber the support or column is in a non-active mode and in the retracted state or position. The delivery of the pressurised fluid or material to the pressure chamber causes relative axial displacement of the two casing parts such that the support or column adopts active mode in which the column is in an extended state in which a force is exerted in the axial direction. In the active mode the ends of support or column operatively bear against opposed walls of the tunnel or the like; that is the ends are in direct or indirect contact with the walls so that the force generated by pressure responsive system can be exerted on the walls.

The pressure medium delivery assembly 50 comprises pressure lines including a feed pipe or conduit 52 operatively connected to an inlet 53 which in turn can be operatively connected to a fluid source (not shown) which can deliver pressurised fluid to the feed pipe or conduit 52. The feed pipe or conduit 52 is in fluid communication with a manifold 54 having outlets 55 and 56 operatively connected to plate 37 for delivering pressurised fluid to the pressure chamber 42. The pressure lines are substantially encased within the core section 19. Because the pressure lines including the feed pipe 52 and manifold 54 are encased within the core relatively low rated pipes or tubes can be utilized. In use the plate 37 rests on or is at least partially encased in the core 19 and thus inhibited from any substantial axial movement as a result of pressure width in the pressure chamber 42. Transfer apertures 58 and 59 are provided in the plates 36 and 37 for reasons which will hereinafter become apparent. A one way valve 57 is provided in the feed pipe or conduit. 52 which inhibits return of pressurised fluid to the inlet port 53. The pressure lines are encased in the core. A venting port 51 and associated snorkel 49 is provided in the plates 36 and 37 the snorkel extending into the cavity 16.

One method of assembling the support 10 is as follows. First the two casing parts 13 and 14 are slid together so that the plates 36 and 37 are abutting or in close proximity to one another. The core forming material is then fed into the cavity 16 through the outer end 21 and thereafter pass through the transfer apertures or passages 58 and 59 into the other cavity 17. The venting port 51 and associated snorkel 49 enables air to escape from cavity 17 during the filling operation. When the cavities are full an end cap can if desired be placed on the end 21. In certain situations an end cap may not be used. For example if it was considered desirable to expose the core forming material to the strata so that will conform to any irregularities in the strata under axial movement resulting from the pressure responsive system; that is the core will contact the strata over the entire surface area. The core forming material may be an aerated cementitious composition which is flowable when being fed into the cavities and which thereafter hardens.

One method of installing a support is as follows. With the support or column in the retracted state or position or non-activated mode it is positioned in an upright configuration the lower end resting on the mine floor 80 and the upper end being spaced from the mine roof 90. A pressurised medium is then delivered to feed pipe 52 via inlet port 53 whereupon it is fed into the pressure chamber 42 between the barrier walls. The pressure causes an expansion in the region of the pressure chamber 42 causing upward movement of the first casing part 13 until its end abuts against the mine roof. The pressure source can then be removed and the position maintained because of the one way valve 57. The pressure within the pressure chamber can be regulated at a preload pressure. If an axial load is applied to the support as a result of subsidence of the mine roof 90, the support can at least partially collapse. For example, in an initial stage the first casing part is pushed into the second casing part. The core sections then collapse simultaneously thereafter if the subsidence load is sufficiently large.

As will be apparent from the foregoing description, the support as described provides positive support of a mine roof or wall which is formed from crushable or yieldable material that permits and controls yielding during a mine convergence event. For example while supporting the mine roof or floor, there is provision of the support to resistant to columnar shear failure by allowing yield throughout the majority the column. There is also provision in such a support which is quick and easily installed and the provision of the support that is adaptable to varying passageway or tunnel heights. Furthermore it provides support for a support that does not require chocking timbers to fix it in place.

The support can be constructed at a manufacturing plant environment and not necessarily underground, so that costs and quality are much less and better controlled.

When in the activated mode the support or column of the first embodiment comprises two separate regions or areas which are compressible under load separated by a non-compressible region. The compressible regions comprise the cavities 16 and 17 containing respective crushable core sections 18 and 19. The non-compressible region comprises the zone 41 when it is filled or contains an appropriate amount of non-compressible or hydraulic medium. This section of the support or column 10 is strengthened or reinforced so that the support or column, when under axial load is resistant to bending or a bending moment. The support further includes a region or regions which is crushable under axial load caused for example by subsidence of the roof or heave of the floor. The yield or collapse of the column under load is controlled by compressible regions and hooping containment.

The first embodiment provides significant advantages because of the arrangement of the core sections and pressure responsive zone. It is conceivable that the pressure responsive zone could be disposed at one end. This is illustrated in FIG. 5. In this embodiment there is only one core 15 in one of the cavities 16. One of the barrier walls of the pressure responsive system 40 is provided by an end cap. Like reference numerals have been used to identify like parts described with reference to the first embodiment. The arrangement operates in the same manner as that described with reference to the first embodiment except that the whole core 15 is displaced.

The support can be installed by using other equipment designed for the transportation and installation of roof support underground, to the place where it is to be installed. The support is stood in an upright position where the roof is to be supported. Not limited too but by way of example mine grout is mixed separately and a grout pump and its delivery hose is fitted to the mine roof support invention. Not limited to any type of material but being non compressible, grout is pumped into the roof support causing the pressure responsive system to extend the telescoping containment members apart, until it contacts the roof. Further pressure is applied, measured via an instrument or gauge to ensure the required tonnes force is achieved for control of strata. A non-return valve in the pressure responsive system traps and locks grout pressure, some grout materials used will be quick hardening, others may not. The roof support is in place positively preloading the roof minimising the risk of strata bed separation, while still managing convergence throughout the majority of the containment structure.

In a mine, the support of roof and floor function are a function of the mining process. These functions contain risk to the safety and health of mine employees and mining equipment. This disclosure sets out to mitigate some of those risks. The support is manufactured on the surface where risk and cost can be better managed. It is taken underground to the place of installation and with mechanisation installed to support the roof and floor of the mine. The support is arranged so that it can “actively” load and support the roof and floor. Other secondary supporting art is passive and loads only as a function of convergence. The support is designed to protect mine roof and floor and combat the effect of forward abutment loading that exist ahead of mining buy preloading that strata before the abutment load.

While the support has been described with reference to the particular application of mine tunnels and shaft, it may also find application in other tunnelling arrangements and also in the construction industry.

In the foregoing description of preferred embodiments, specific terminology has been resorted to for the sake of clarity. However, the invention is not intended to be limited to the specific terms so selected, and it is to be understood that each specific term includes all technical equivalents which operate in a similar manner to accomplish a similar technical purpose. Terms such as “front” and “rear”, “inner” and “outer”, “above”, “below”, “upper” and “lower” and the like are used as words of convenience to provide reference points and are not to be construed as limiting terms.

The reference in this specification to any prior publication (or information derived from it), or to any matter which is known, is not, and should not be taken as an acknowledgment or admission or any form of suggestion that that prior publication (or information derived from it) or known matter forms part of the common general knowledge in the field of endeavour to which this specification relates.

Throughout this specification and the claims which follow, unless the context requires otherwise, the word “comprise”, and variations such as “comprises” or “comprising”, will be understood to imply the inclusion of a stated integer or step or group of integers or steps but not the exclusion of any other integer or step or group of integers or steps.

Furthermore, invention(s) have described in connection with what are presently considered to be the most practical and preferred embodiments, it is to be understood that the invention is not to be limited to the disclosed embodiment, but on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the invention(s). Also, the various embodiments described above may be implemented in conjunction with other embodiments, e.g., aspects of one embodiment may be combined with aspects of another embodiment to realize yet other embodiments. Further, each independent feature or component of any given assembly may constitute an additional embodiment.

TABLE OF PARTS

-   10 Support -   12 Outer casing -   13 First casing part -   14 Second casing part -   15 Core -   11 Main axis -   16 Cavity -   17 Cavity -   18 Core section -   19 Core section -   27 Cylindrical body -   28 Cylindrical body -   21 Outer end -   22 Inner end -   23 Outer end -   24 Inner end -   25 Opening -   31 Outer surface -   33 Inner surface -   40 Pressure responsive system -   41 Zone -   42 Pressure chamber -   34 Barrier wall -   35 Barrier wall -   36 Disc plate -   37 Disc plate -   49 Snorkel -   50 Pressure medium delivery assembly -   51 Venting port -   52 Feed pipe or conduit -   53 Inlet port -   54 Manifold -   55 Outlet -   56 Outlet -   58 Transfer aperture -   59 Transfer aperture -   57 Valve 

1. A support comprising an outer casing having a main axis, the outer easing comprising a first casing part, and a second casing part, the first easing part being at least partially receivable within the second casing pail to enable relative movement therebetween in the axial direction, the casing parts having a cavity therein at least one of which has a core which includes a compressible medium, the support further including a pressure responsive system configured so that under the influence of pressure it can cause the relative displacement or movement between the first and second casing parts.
 2. A support according to claim 1, wherein the first and second casing parts comprise generally tubular members one being at least partially receivable within the other for relative axial movement.
 3. A support according to claim 1, wherein the first and second casing parts comprise first and second cylindrical bodies the first cylindrical body being at least partially receivable within the second cylindrical body in sliding or telescopic fashion, the cavities being provided by the interior of each cylindrical body.
 4. A support according to claim 1, each casing part has a cavity associated therewith and a core section disposed therein, and wherein the pressure responsive system comprises a zone which can provide for a pressure chamber disposed between the cores.
 5. A support according to claim 4, wherein in the pressure responsive system comprises two barrier walls within the cavities which are adapted to be axially displaced relative to one another with the pressure chamber being disposed therebetween.
 6. A support according to claim 4, wherein the system further includes a pressure medium delivery assembly for delivering a pressurising medium under pressure to the pressure chamber.
 7. A support according to claim 6, wherein the pressurising medium comprises a non-compressible substance.
 8. A support according to claim 7, wherein the support can adopt an activated mode in which the pressure chamber contains the pressurised non-compressible substance, the arrangement being such that the pressure chamber in the activated mode provides for a non-compressible region between the two cores each of which contain a compressible medium.
 9. A support according to claim 6, wherein the assembly includes a feed pipe or conduit and a manifold.
 10. A support according to claim 5, including transfer apertures or passages in the barrier walls.
 11. A support according to claim 1 wherein the first or second casing parts are configured so as to be at least partially collapsible or adapted to yield under axial load.
 12. A support according to claim 1, wherein at least part of the pressure responsive system is substantially encased within the core in the second casing part.
 13. A support according to claim 12, further including a venting port in communication with the cavity in the second casing part.
 14. A method of assembling a support, the support comprising an outer casing having a main axis the outer casing comprising a first easing part and a second casing part, the first casing part being at least, partially receivable within the second casing part: to enable relative movement therebetween in the axial direction, each casing part having a cavity therein for receiving a core which comprises a compressible core forming medium. the support further including a pressure responsive system configured so that under the influence of pressure it can cause the relative movement between the first and second casing parts, the pressure responsive system including a zone which provides for a pressure chamber disposed between the cavities for the cores, the support further including at least one transfer passage between the cavities, the method including the step of feeding compressible core forming medium to one of the cavities whereby at least a portion of the core forming medium passes through the or each passage into the other cavity,
 15. The method of claim 14, wherein the core forming medium is fed into the cavity in the first casing part and the said at least portion thereof passes through the or each passage to the cavity in the second casing part.
 16. The method according to claim 15, wherein the core forming medium is fed into the cavity in the first part until each cavity is filled.
 17. The method according to claim 15, wherein the pressure responsive system comprises two barrier walls within the cavities the or each transfer passage being in the barrier walls.
 18. The method according to claim 15, the barrier walls are in abutting relation when the core forming medium is being fed to one of the cavities.
 19. The method according to claim 14, wherein a venting port is provided which is configured to facilitate the escape of air from the cavity in the second casing part when the case forming medium enables the cavity in the second casing part.
 20. A method of installing a support in structure which comprises two spaced apart opposed walls, the support of column being in accordance with claim 1 the method comprising the steps of locating the support, when in a retracted state and non-active mode between the opposed walls, causing the pressure responsive system to generate a pressure thereby causing axial displacement of the first and second casing parts so that the support adopts an active mode in which a force is applied to at least one of the walls of the structure. 